Seismic Vulnerability Assessment of Hybrid Steel-Timber Structure: Steel Moment-Resisting Frames with CLT Infill-Reference-Cited by-同舟云学术

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Seismic Vulnerability Assessment of Hybrid Steel-Timber Structure: Steel Moment-Resisting Frames with CLT Infill

Published:2014-04-23 Issue:6 Volume:18 Page:929-944
ISSN:1363-2469
Container-title:Journal of Earthquake Engineering
language:en
Short-container-title:Journal of Earthquake Engineering

Author:

Tesfamariam S.,Stiemer S. F.,Dickof C.,Bezabeh M. A.

Publisher

Informa UK Limited

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Link

http://www.tandfonline.com/doi/pdf/10.1080/10256018808623883

Reference38 articles.

1. Probability-based seismic response analysis

Cited by 58 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Experimental and parametric study on friction-type high-strength bolted connections between steel frames and cross-laminated timber infill walls;Structures;2024-09

2. A new hybrid steel–timber rocking seismic force resisting system equipped with U-shaped fuse connections;Canadian Journal of Civil Engineering;2024-07-01

3. An experimental and numerical study on the shear performance of friction-type high-strength bolted connections used for CLT-steel hybrid shear walls;Engineering Structures;2024-05

4. DEVELOPMENT OF STEEL PLATE-BOLT JOINT SYSTEM FOR CLT HYBRID STRUCTURES: STRUCTURAL PERFORMANCE EVALUATION AND COMPONENT-LEVEL EXPERIMENT;AIJ Journal of Technology and Design;2024-02-20

5. High-Performance Steel-Timber Hybrid Rocking Shear Wall System for Mid-Rise to High-Rise Buildings: Preliminary Seismic Study;Lecture Notes in Civil Engineering;2024

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